Experimental study on seismic performance of masonry wall strengthened with sprayed ECC

LI Xiaoqin1, LI Keran1, ZHANG Tian2, XU Wei1, LIANG Limin3

Journal of Vibration and Shock ›› 2025, Vol. 44 ›› Issue (8) : 251-258.

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Journal of Vibration and Shock ›› 2025, Vol. 44 ›› Issue (8) : 251-258.
EARTHQUAKE SCIENCE AND STRUCTURE SEISMIC RESILIENCE

Experimental study on seismic performance of masonry wall strengthened with sprayed ECC

  • LI Xiaoqin1, LI Keran1, ZHANG Tian2, XU Wei*1, LIANG Limin3
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Abstract

Engineered Cementitious Composites (ECC) are widely used in structural strengthening due to the characteristics of strain hardening and multiple cracking. However, existing research on ECC strengthening was is mainly manually applied, which is with low retrofitting efficiency. For strengthening a large number of rural masonry structures, the sprayed ECC retrofitting method was investigated. Pseudo-static tests were conducted on four un-strengthened and strengthened masonry walls, which were with,of traditionally manually applied and the new sprayed ECC. The results indicated that the strengthening efficiency of sprayed ECC is 5.27 times that of the manual application. The ECC strengthening layers were are with good adhesion performance to the wall surface, providing effective strengthening effects and improving the non-ductile failure characteristics of the masonry walls. Meanwhile, the strengthening effect of sprayed ECC is comparable to that of manual plastering, where the sprayed ECC strengtheningwhich can effectively enhance the masonry wall’s bearing, deformation and energy dissipation capacities and enhancing enhance the comprehensive seismic performance of the masonry walls.

Key words

Sprayed engineered cementitious composites (ECC) / Masonry walls / Strengthening / Se ismic performance

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LI Xiaoqin1, LI Keran1, ZHANG Tian2, XU Wei1, LIANG Limin3. Experimental study on seismic performance of masonry wall strengthened with sprayed ECC[J]. Journal of Vibration and Shock, 2025, 44(8): 251-258

References

[1] 曹万林,周中一,王卿,等.农村房屋新型隔震与抗震砌体结构振动台试验研究[J].振动与冲击2011,30(11):209-213.
CAO Wanlin, ZHOU Zhongyi, WANG Qing et al. Experimental study on a new base vibration isolation and an anti-seismic masonry structure for rural areas by shaking table test[J]. Journal of Vibration and Shock, 2011, 30(11):209-213.
[2] 许清风,江欢成,朱雷,等.钢筋网水泥砂浆加固旧砖墙的试验研究[J].土木工程学报,2009,42(04):77-84.
XU Qingfeng, JIANG Huancheng, ZHU Lei, et al. Experimental study of old brick masonry wall strengthened with steel-meshed cement mortar [J]. China Civil Engineering Journal, 2009,42(04):77-84.
[3] 唐曹明,罗瑞,程绍革,等.水泥砂浆及钢筋网水泥砂浆单面加固低强度砖墙抗震性能试验研究[J].建筑结构学报,2017, 38(10): 157-167.
TANG Caoming, LUO Rui, CHENG Shaoge, et al. Experimental study of seismic performance of low strength masonry walls reinforced with one-side cement mortar splint[J]. Journal of Building Structures, 2017, 38(10): 157-167.
[4] 刘祖强,梁钰强,张风亮,等.聚丙烯网水泥砂浆面层加固砖砌体结构振动台试验及数值模拟[J].振动与冲击,2023,42(23):112-123.
LIU Zuqiang, LIANG Yuqiang, ZHANG Fengliang, et al. Shaking table tests and numerical simulation for brick masonry structure reinforced with polypropylene mesh cement mortar coating[J]. Journal of Vibration and Shock, 2023, 42(23): 112-123.
[5] 建筑抗震加固技术规程: JGJ 116-2009[S]. 北京: 中国建筑工业出版社,2009.
[6] 尹世平,成帅安,荆磊.FRP和TRC加固砌体墙受剪性能试验研究[J].建筑结构学报,2020,41(S1):315-322.
YIN Shiping, CHENG Shuaian, JING Lei. Experimental research on shear performance of masonry wall strengthened with FRP and TRC[J]. Journal of Building Structures, 2020, 41(S1): 315-322.
[7] Marcari G, Manfredi G, Prota A, et al. In-plane shear performance of masonry panels strengthened with FRP[J]. Composites Part B: Engineering, 2007, 38(7-8): 887-901.
[8] Alecci V, Barducci S, D'Ambrisi A, et al. Shear capacity of masonry panels repaired with composite materials: Experimental and analytical investigations[J]. Composites Part B: Engineering, 2019, 171: 61-69.
[9] Li V C. Engineered cementitious composites through micromechanical modeling [C].Banthia N, Bentur A, Mufti A. Proceedings of Fiber Reinforced Concrete: Present and the Furture. Montreal: Canadian Society for Civil Engineering, 1998: 64-97. 
[10] Li V C. On engineered cementitious composites (ECC)-A review of the material and its applications [J]. Journal of Advanced Concrete Technology, 2003, 1(3): 215-230. 
[11] Li V C, Wang S, Wu C.Tensile strain-hardening behavior of PVA-ECC [J]. ACI Materials Journal, 2001, 98(6): 483-492.
[12] Zhang D, Yu J, Wu H, et al. Discontinuous micro-fibers as intrinsic reinforcement for ductile Engineered Cementitious Composites (ECC)[J]. Composites Part B: Engineering, 2020, 184: 107741.
[13] Hu Z,Elchalakani M,Yehia S,et al. Engineered cementitious composite (ECC) strengthening of reinforced concrete structures: A state-of-the-art review[J].Journal of Building Engineering,2024: 108941.
[14] 杨谨鸿,李秀地,张波,等.近距离爆炸下ECC涂层加固砌体填充墙抗爆性能研究[J].振动与冲击,2023,42(16):10-18.
YANG Jinhong, LI Xiudi, ZHANG Bo, et al. Anti-explosion performance of ECC coating for strengthening masonry infilled wall under close-in explosion[J]. Journal of Vibration and Shock, 2023, 42(16): 10-18.
[15] 谷音,彭晨星.PVA-ECC加固桥墩抗震性能试验研究[J].振动与冲击,2021,40(14):92-99.
GU Yin, PENG Chenxing. Experimental study on the seismic behavior of bridge piers strengthened with PVA-ECC[J]. Journal of Vibration and Shock, 2021, 40(14): 92-99.
[16] Hu S, Liu Q, Cai H, et al. Large-scale model test study of the mechanical characteristics on sprayed ECC layer of highway tunnel under confining pressure[J]. Case Studies in Construction Materials, 2024, 20: e03324.
[17] Zhu H, Zhang D, Li V C. Centrifugally sprayed engineered cementitious composites: rheology, mechanics, and structural retrofit for concrete pipes[J]. Cement and Concrete Composites, 2022, 129: 104473.
[18] Sharbatdar M K, Tajari A. Experimental in-plane seismic strengthening of masonry infilled reinforced concrete frames by engineered cementitious composites (ECC)[J]. Construction and Building Materials, 2021, 293: 123529.
[19] 周铁钢,张再昱,邓明科,樊鑫淼.不同ECC加固措施对空斗墙抗震性能的影响[J].振动与冲击,2020,39(22):248-253.
ZHOU Tiegang, ZHANG Zaiyu, DENG Mingke, FAN Xinmiao. Effect of different ECC reinforcement measures on the seismic performance of cavity-wall[J]. Journal of Vibration and Shock, 2020, 39(22): 248-253
[20] 砌墙砖试验方法:GB/T 2542—2012[S].北京:中国计划出版社,2012.
[21] 建筑砂浆基本性能试验方法标准:JGJ/T70—2009[S].北京:中国建筑工业出版社,2009.
[22] 李晓琴,杨潇,丁祖德,等.基于UDEM-ACE方法的ECC配合比优化设计[J].材料导报,2019,33(14):2354-2361.
LI Xiaoqin, YANG Xiao, DING Zude, et al. Optimized Mix Proportion Design of ECC Based on the UDEM-ACE Method[J]. Materials Reports, 2019, 33(14): 2354-2361.
[23] Giergiczny Z. Fly ash and slag[J]. Cement and concrete research, 2019, 124: 105826.
[24] Xu G, Shi X. Characteristics and applications of fly ash as a sustainable construction material: A state-of-the-art review[J]. Resources, conservation and recycling, 2018, 136: 95-109.
[25] 纤维混凝土试验方法标准:CECS 13:2009[S].北京:中国计划出版社,2012.
[26] 砌体结构设计规范:GB 50003—2011[S].北京:中国建筑工业出版社,2012.
[27] 建筑抗震试验规程:JGJ /T 101—2015[S].北京:中国建筑工业出版社,2015.
[28] Magenes G, Calvi G M. In‐plane seismic response of brick masonry walls[J]. Earthquake engineering & structural dynamics, 1997, 26(11): 1091-1112.
[29] 过镇海,时旭东.钢筋混凝土原理和分析[M]. 北京:清华大学出版社,2003:163―337.
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